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HomeMy WebLinkAbout1509 Bernal Avenue - Plans- R'ESI-5111IN, c F.J 3NII, 1509 BERNAL AVE. BURLINGAME, CA A.P.N.: 026-034-100 DESIGN DATA PROJECT DATA SHEET INDEX PROJECT DIRECTORY 2016 GALIFORNIA BUILDING CODE 1.A SITE ADDRESS: 1509 BERNAL AVE. 2016 CALIFORNIA MECHANICAL CODE BURLINGAME, CA S4010 ARCHITECTURAL PROPERTY OWNER: LANDSCAPE ARCHITECT: II PLUMBING CODE FORN 2016 GAL 2016 CAL IPORN IA ELECTRICAL CODE 2. ARN: 026-034-100 A.1 COVER SHEET JORDAN JUROW d CAROLYN SI-MUNIS ARTSCAPES 2016 CALIFORNIA ENERGY CODE 3. TYPE OF CONSTRUCTION FOR: A2 SITE DEMOLITION PLAN A2.1 SITE PLAN 1509 BERNAL AVE. SCOTT SODEN BURLINGAME, CA 94010 340 ARLINGTON RD., 2016 CALIFORNIA RESIDENTIAL CODE DWELLING AND GARAGE: TYPE V-N OCCUPANCY GROUP FOR DWELLING: R-3 A3 PROPOSED FIRST d SECOND FLOOR PLAN REDWOOD CITY, CA 94062 ALL OTHER STATE AND LOCAL ORDINANCES AND REGULATIONS OCCUPANCY GROUP FOR GARAGE: U AA ELEVATIONS ALL STRUCTURAL DESIGN DATA AS PER CBC SECTION 1603 -- 4. SITE AREA: - --- -- - --A5 ELEVATJON5 - - - --- -- ALL CONSTRUCTION AS PER CBC TABLE 601. TYPE V. Ab GARAGE FLOOR PLAN d ELEVATIONS ADOPTION OF THE 2016 EDITION OF THE CALIFORNIA STATE BUILDING CODES, TITLE 24, 5. MAX. COVERED FLOOR AREA ALLOWED: 3,420M SF (329 + 1,100 + 400 SF FOR GARAGE) NJ CONSTRUCTION BMP ARCHITECTURAL: CA-IFORNIA CODE OF REGULATIONS WAS MANDATED BY AB 4616 AND SB 2811, EFFECTIVE 6. MAX. LOT COVERAGE ALLOWED (40X ): 2,400.00 SF JAMES CHU AN JUARY I, 2011. THE FOLLOWING LOCAL AMENDMENTS TO THE CALIFORNIA STATE BUILDING LANDSCAPE CHU DESIGN ASSOCIATES INC. CODES WERE FILED WITH THE OFFICE OF HOUSING AND COMMUNITY DEVELOPMENT. 55 W. 43RD AVE. LJ LANDSCAPE PLAN SAN MATEO, CA 94403 ENTIRE RESIDENCE, CRAWL SPACE AND ATTIC SHALL BE PROTECTED BY AUTOMATIC L2 IRRIGATION PLAN TEL: (650) 345-9286, EXT. 104 FIRE-EXTINGUI5HING 5Y57EM NFPA 13-D STANDARD. g, PROPOSED FLOOR AREA: FAX: (650) 345-5281 GENERAL NOTES: (N) PROPOSED FIRST FLOOR 1,509D0 SF CIVIL EMAIL: James®chudesi9 n.00m I. ALL DETAILS, MATERIALS, FINISHES AND ASSEMBLIES ARE NOT NERSHOWN. THESE FINAL FINISH (N) PROPOSED SECOND FLOOR IA2125 5F INATED 8Y THE(N) DETAILS INCLUDING CASEWORK AND MATERIAL SELECTIONS WILL BEE COORDINATED N OWNER GARAGE 411.11 SF BOUNDARY d TOPOGRAPHIC SURVEY CIVIL SURVEY: (N) FRONT PORCH 2O450 SF - 200 SF 450 SF 2. ALL C0NSTRJCTION SHALL BE N ACCORDANCE WITH THE UNIFORM BUILDING CODE, APPLICABLE EDITION, QUIET RIVER LAND SERVICES INC. (N) TOTAL FLOOR AREA 3,361,56 5F < 3,420DO SF AND ALL OTHER PERTINENT CODES, LAWS AND REQUIREMENTS OF THE LOCAL BUILDING OFFICIALS, (N) FLOOR AREA RATIO: 56.13 % 6141 SIERRA COURT, SUITE K UM-ET14ER OR NOT SPECIFICALLY SHOWN ON THESE DOCUMENTS. THESE DOCUMENTS ARE NOT INTENDED TO DUBLIN, CA 94568 SHOW EVERY DETAIL OR CONDITION. MANY DETAILS N RESIDENTIAL CONSTRUCTION ARE BUILT ACCORDING S. LOT COVERED AREA: TEL: (925) 134-6188 TO PROFESSIONAL CONSTRUCTION PRACTICES, AND ARE THEREFORE NOT DETAILED N THESE DOCUMENTS. (N) FIRST FLOOR I,5iVS00 5F CONTACT CHU DE51GN AND ENGINEERING INC. IF CONDITIONS OR OTHER CIRCUMSTANCES REQUIRE CHANGES Aft N THE WOW SHOWN, OR REQUIRE CLARIFICATION. ALL WOW SHALL BE DONE IN A HIGH QUALITY MANNER (N)GARAGE 421.11 SF - ACCORDING TO THE PREVAILING STANDARDS OF THE INDUSTRY FOR EACH TRADE. (N) FRONT PORCH 2O450 SF (N) FIREPLACES 10.00 5F � � M 3. THE CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS, EQUIPMENT, SUPERVISION AND CLEAN-UP TO (N) CANTILEVER 31p0 $F ACCOMPLISH ALL OF THE WORK SHOWN, INCLUDING ALL WARRANTIES AND INSTRUCTIONS, TO PROVIDE A (N) TOTAL FLOOR AREA 2,ISIbI SF <2,40000 SF COMPLETE WORKING INSTALLATION, AND TO LEAVE THE OWNER WITH AN APPROVED PRODUCT. (N) LOT COVERAGE RATIO: 3636 X 4. CONTRACTOR SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR MEANS AND METHODS OF CONSTRUCTION, AND FOR ALL SAFETY MEASURES TO PROTECT ALL PROPERTY, PERSONNEL AND THIRD PARTIES. FROM DAMAGE OR INJURY. THIS RESPONSIBILITY SHALL BE CONTINUOUS AND NOT SOLELY DURING WORKING HOURS. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS CHU DESIGN ASSOCIATES ; 2019 INC. AND RELATED ENGINEER5 FROM ANY CLAIMS OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH - .. THE PERFORMANCE OF HIS WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE 50LE NOTES NEGLIGENCE OF CHU DESIGN ASSOCIATES INC. AND RELATED ENGINEERS. t,' �`'R I I i v GAN1, - " 5. THESE DOCUMENTS DO NOT CONTAIN PROVISIONS FOR THE HANDLING OR REMOVAL OF ANY HAZARDOUS MATERIALS. SHOULD ANY SUCH MATERIALS BE SUSPECTED OR ENCOUNTERED, SPECIALISTS SHALL BE _ _ NN NG DI V ILLUMINATED STREET ADDRESS CALLED N TO MAKE RECOMMENDATIONS. 1. PROVIDE AN ILLUMINATED STREET ADDRESS AT THE ENTRY DOOR PER CITY _:' ORDINANCE. APPROVED NUMBERS OR ADDRE55ES SHALL BE PLACED IN SUCH A POSITION 6. PROVIDE ALL MANDATORY FEATURES REQUIRED BY THE T-24 ENERGY CODE, INCLUDING AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE IIIEATHER-STRIPPING, BUILDING INSULATION, PIPE INSULATION, LIGHTING AND APPLIANCE MEASURES, AND OTHER FEATURES REQUIRED BY TITLE 24 OR OTHER STATE, FEDERAL OF LOCAL CODES. PROPERTY.SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, AND SHALL BE A MINIMUM OF 1/2 INCH STROKE BY 2-1/2 INCHES HIGH, SHALL BE EITHER INTERNALLY OR CONSTRUCTION SCHEDULE 1. NO PER50N SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY EXTERNALLY ILLUMINATED. THE POWER OF SUCH ILLUMINATION SHALL NOT BE NORMALLY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS PERMITTED BY THE LOCAL JUR15DICTIM 5WITCHABLE. I. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR 2. EXTERIOR LIGHTING ON ALL RESIDENTIAL PROPERTIES SHALL BE DESIGNED AND REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS S. ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE LOCATED 50 THAT THE CONE OF LIGHT AND/ OR GLARE FROM THE LIGHTING ELEMENT IS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS NCLUDING REVIEW KEPT ENTIRELY ON THE PROPERTY OR BELOW THE TOP OF ANY FENCE, EDGE OR WALL. CITY SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, BY THE PLANNING COMMISION OF BURLINGAME MUNICIPAL CODE 18.16.030. WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. ON TIME OF INSPECTION AND ANY S. PLUMBING CONTRACTOR WILL PROVIDE A SINGLE LINE DIAGRAMNOT 3. ON ALL RESIDENTIAL PROPERTIES EXTERIOR LIGHTING OUTLETS AND FIXTURES SHALL B E LOCATED MORE THAN NINE (9) FEET ABOVE ADJACENT GRADE OR REQUIRED HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE INSTALLATION PRIOR TO PLAN CHECK AND APPROVAL 15 AT CONTRACTORS R15K LANDING i WALLS OR PORTIONS OF WALLS SHALL NOT BE FLOOD -LIT t ONLY SHIELDED ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY 10. FIRE SPRINKLERS SHALL BE INSTALLED AND SHOP DRAWINGS SHALL BE APPROVED BY THE FIRE LIGHT FIXTURES WHICH FOCUS LIGHT DOWNWARD SHALL BE ALLOWED, EXCEPT FOR FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE DEPARTMENT PRIOR TO INSTALLATION ILLUMINATED STREET NUMBER REQUIRED BY THE FIRE DEPARTMENT. CITY OF BURLINGAME ELEVENTH DAY OF NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER FALLS UPON A MUNICIPAL CODE 18,16030. SUNDAY THE FOLLOWING MONDAY 15 A HOLIDAY. PROVIDE THE FOLLOWING CONSTR ICTIO& 11. F GRADING PERMIT 15 REQUIRED, IT SHOULD BE OBTAINED FROM DEPARMENT OF PUBLIC WORKS. - CONSTRICTION, DEMOLITION, RECYCLING d WASTE REDUCTION FOR15 WILL NEED TO BE HOURS ON THE PLANS PER CITY OF BURLI%AME MUNICIPAL CODE 15.01.110. SUBMITTED d APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT PER CITY OF I. MONDAY THROUGH FRIDAY: 8AM TO lPM U. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER BURLINGAME. CONTACT JOE McCLUSKY OER RECYCLING SPECIALIST ® ((P50) 558-1213. ii. SATURDAY& SAM TO 6PM STRIP NEED TO BE IMPLEMENTED AND TREE5 NEED TO BE ADDED, III SUNDAY AND HOLIDAYS: NO WORK 2. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00AM TO 5:00PM. H o a, o �o z 5 w ao�m az�:sx .� �rnwFw 1 AS NOTED 1 A.1 E4yr. Shea, nsu tng Arbcrist Fepr CwaWb:v M carom anmvas • ItlblWY aq Navm venrm sUev iSW Bww: Aramn.m BIIIKfYry. 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NOTES NO EXISTMG THEE OVER 48 NO -ES N CIRCU'IEFLNLE AT 54 PC4-ES FROM BASE OF TREE MAT BE R3•DVED OTHOST A FRIDTECTED TREE REtIIOVAL PERMIT FROM THE PARKS DIVISM L���eE��G///END: y7Q TREE TO BE REMOVED �- ` ... _- (E) TO BE REMOVED mms T xma s 1 _ ��� 0 TO 1 �1LTIlo BE D '0X (E)GARAGE To =1-> 10 I. BE FS17VED I 6 rn, _ I 12'0 TRkE XTO BEI TREE REMO D STRIP TO BE RPMOVED 12'0 TREE OBE I REMOVED 1 I i u�J J I _ IEARIVEWAT TO b E� (E FENCE TO BE R3IIOVED (EW TO BE REMAIN REMOVED I i Y�4 D5g I= E I (E) RESIDENCE To o BE REMOVED a TO 13 -1 ADJACENT r� - NEIGHBOR (E) STEPS TO BE L_ REMOVED I ADJACENT n h NEIGHBOR (EIPORCN TO BE j f--}—(E) CONC. PATH REMOVED I TO BE REMOVED DRVEWAY TO BE REMOVED - - �1-3-' XV ,l. I — - @e0 BIRCH -(E) CONC. PATH _ — 0- -�. TO BE01 e, POLE TO BE • --- (EJ W, TO BE L REPLACE ALL CURB, GUTTER M SIDEWALK FRONTM SITE. - 1 2. PLUG ALL EXISTNG SAMTART SEVER LATERAL REPLACE A11 CURB, GUTTER CC*ECTIO S MID WTALL A NEW 4' LATERAL TD SEWER MAX DRIVEWAY ADD SIDEWALK 3. NEW WATER SERVICE TO U14TER METER AND OFffN Fm� �sTS� c �� �j �� % i P APPLICABLE 4. WATER SALE RAREABOVE R AND ALL PER SERVICES OF BER \ AL AVENUE V E ( 5 0' R T Y ANY SIZE ARE TO BE XSTALLED PER CITY Y STANDARD PROCEDURES AND SPECIFICATIODL 'v4 ma. A ^ean� sprRnse >o sere ��� qSITE DEMO SC N LITION PLANN 1 -4 11 u waW o No C 30� z a Z-m 1 OCr.2018 A.2 GENERAL NOTES: L SEE LANDSCAPE PLAN FOR DETAIL INFORMATION 2. MAXIMUM DRIVEWAY SLOPES SHALL NOT EXCEED FIFTEEN (5) PERCENT AT ANY PONT WITHOUT SPECIAL APPROVAL OF TIE DEPARTMENT OF PUBLIC WIORKSA SLOPES N EXCESS OF TWENTY (20) PERCENT SHALL REWIRE APPROVAL OF THE PLANNING COMMISSION TRANSITIONAL SLOPES ARE REQUIRED FOR DRIVEWAYS W41CH EXCEED TEN (IV) PERCENT MAXIMUM SLOPE- NO TRANSITIONAL SLOPE SHALL EXTEND INTO A REQUIRED PARRY SPACE. 3. TOPOGRAPHY 15 PREPARED BY: QUIET RIVER LAND SERVICES INC. 6141 SIERRA COURT, SUITE K DUBLN. CA 54568 TEL: (W5)134-61M 4. A DEMOLITION PERMIT 15 REQUIRED FOR SIDEWALK SELLER AND WATER REPLACEMENT 5. REQUIRED PROTECTIVE FENCING MAST BE NSTALLED AND INSPECTED PRIOR TO DEMO PERMIT ISSUE. 6. SELLER BACICFLOW PROTECTION CERTIFICATE 15 REWIRED PER ORDNANCE NO. 1110. A DRAFT CERTIFICATION SHALL BE SUBMITTED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 1. THE SURVEYOR RECOMMENDS THE CITY VERIFY THAT THE PERTINENT RESIDENCES UERE USED N THE CALCULATION. 8. GARAGE FOOTING SHALL NOT EMEND INTO ONE FOOT SETBACK WITHOUT A LICENCED SURVEY AND FIELD STAKING REVIEWED BY INSPECTOR 3 NEW WATER METER SHALL NOT ON PRIVATE PROPERTY. IT MUCH BE LOCATED ON PUBLIC PROPERTY FOR ACCESS BT PETER READER 10. NEW SELLER LINE URT14 CLE44WT FOR NEW HOUSE. CLEANOUT AT SELLER MAN LINE TO BE IN FIBLIC EASEMENT FOR CITY ACCESS. IL CONTRACTOR SHALL ENSURE THE DOUBLE VALE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APFRDVED BY A SAN MATEO COUNTY BMR09EWAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FNAL D. PROVIDE ADEQUATE FIRE FLOW BASED UPCN LONSTIWION AND SIZE OF BUILDING, SEE UPC APPENDIX IIIA MINIMUM 500 GPM REWIRED. SEE TABLE NO. A-III-A-L B. MINIMUM I' WATER METER REWIRED H. IF BACKWATER PROTECTION 15 REQUIRED, CONTRACTOR SHALL PROVIDE AN ISOMETRIC DIAGRAM OF THE BUILDING SELLER INCLUDING ALL BACKWATER VALVES, RELIEF VALVES, AND ANY SEWER INJECTION SYSTEM DETAILS. CITY OF BURLINGAME MUNICIPAL CODE ORDINANCE TT10. 5- PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINES. 16. PROVIDE A PRESSURE ABSORBNG DEVICES OR APPROVED MECHANICAL DEVICES ARE REWIRED ON WATER LINES, LOCATED AS CLOSE AS POSSIBLE TO WICK ACTING VALVES, THAT GULL ABSORB HIGH PRESSURES RESULTING FROM WICK CLOSING OF WICK -ACTING VALVES. CPC SECTION60310 PUBLIC WORK NOTES 4 CONDITIONS: - I. A RIEMOVEAREPLACE UTILITIES D CWAC4'1ENT PERMIT 15 REWIRED: • REPLACE ALL CUR3. GUTTER DRIVEWAY AID SIDEWALK FRONTING SITE. • PLUG ALL EXISTING SANITARY SELER LATERAL CONNECTIONS AND INSTALL A NEW 6' LATERAL. • ALL WATER LINE C04 ECTIONS TO CITYWATER MANS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECFICATO- • ANT OTHER 44DEWIWUO UTILITY WORMS WITHIN CITY'S RIGHT OF WAY. 1 THE SANITARY SEWER LATERAL (BUILDING 5EWEW 514ALL BE TESTED PER ORDNANCE CODE C14AMER 5.D. TESTIS INFORMATION 5 AVAILABLE AT THE BUILDING DEPARTMENT CONER AN ENCROACHMENT PERMIT 15 REQUIRED FROM THE PBLIC WORKS DEPARTMENT WHENEVER THE CITY'S PORTION OF THE SELLER LATERAL OR CITY CLEAJWT 15 TO BE LAID AND/OR C04ECTED TO THE SEWER MANS. 3. 581ER BACKWATER PROTECTION CERTIFICATION 15 REWIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. MID. 4. ALL WATER LIE CONNECTIONS TO CITY WATER MANS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED FER CITY STANDARD PROCEDURES MID MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. ENCROACHMENT PERMIT 15 REQUIRED FOR ANY WOW IN THE CITYS RIGHT -OF -NAY. 5. A SURVEY BY A LICENSED SURVEYOR OR ENGINEER 15 REWIRED. THE SURVEY 514ALL SHOW HOW T1 E PROPERTY LINES *IRE DETERMINED AND THAT THE PROPERTY CORERS WERE SET WITH SURVEYORS LICENSE NUU'BERWN DURABLE MONMENTS. THIS SURVEY SHALL BE ATTACHED TO THE CONSTRUCTION PLANS. ALL CORERS NEED TO BE MAINTAINED OR REINSTALLED BEFORE THE BUILDING FINAL. ALL PROPEWI- CORERS SHALL BE MAINTAINED DURING CONSTRUCTION OR RE-ESTABLISHED AT THE ETD OF THE PROJECT. 6. ENCROACHMENT PERMIT 15 REQUIRED FOR ANY WORK N THE CITY'S RGHT-OF-UL4T. 1. CONSTRICTION AND BUILDING USE SHALL CONFORM TO COWITIONS AS DESCRIBED BY PLANNING COMMISSION AD/OR CITY COUNCIL ACTIONS. & THE PROJECT SHALL COMPLY WITH THE CITY'S NODES PERMIT REQUIREMENTS TO PREVENT STORY WATER POLLUTION 3 NEW DRIVEWAY OR DRIVEWAY WIDENING MST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN. II. NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANT LOT, BUILDING, OR PAVED AREAS SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO THE CITY'S SANITARY SELLER SYSTEM THESE WATERS SHALL ALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING RECGARDLESS OF THE SLOPE OF THE PROPERTY! MNICIPAL CODE SECTION 1808010 (1). • STORM WATER SHALL BE DRAINED THROWN A CURB DRAIN OR TO THE STORM DRAINAGE SYSTEM SEE CITY STANDARDS FOR CURB ORAN DESIGN. • FLOOD ZONE 'C' REWIRES ROOD ZONE CONFIRMATION AND/OR PROTECTION OF HABITABLE SPACE. • PROVIDE ELEVATIONS TO CONFIRM DRAINAGE AND SITE DE5IGK D. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN SPRINKLER LATER M Wry YW1 WATER PETER V VALVE DCV - DOUBLE CHECK VALVE WM MCV - MAIN CONTROL VALVE BFD - BACK ROW PREVENTION DEVICE --W - - WATER LINE I-V4'4 TYP. I. PROVIDE A BACFLOW PREVENTION DEVICE - L15C APPROVED DOUBLE CHECK VALVE ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THE DOUBLE CHECK VALVE A65EMBLY FOR THE FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL. 3. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRICTION AND 512E OF BUILDING, SEE UFC APPENDIX IIIA 1 SCHEMATIC WAT R LATERAL LINE NOT TO 5GALE DRAINAGE NOTES ALL NEW ROOF RAMUATER SHALL BE COLLECTED BY MEANS OF GALVANIZED METAL GUTTERS, UNLESS NOTED OTHERWISE, LOCATED AT THE EAVES. PANT TO MATCH COLOR SCHEME OF RESIDENCE. GUTTER SHALL LEAD TO 2° X 4' RECTANGULAR METAL DOUASF WTS OR DOUNSPOUTS TD MATC14 EXISTING AND/OR COPPER RAINWATER LEADER DOWNSPOUTS SHALL TERMINATE BELOW GRADE TO A PERIMETER 4' DIAMETER ABS SOLID DRAINPIPE. RN 4' DIAMETER (OR SIZE AS NOTED ON SITE PLAN) SOLID PIPE THROUGH FACE OF CURB 50 THAT WATER WILL EMPTY INTO THE STREET OTTER SYSTEM SLOPE ALL PIPES FOR ADEQUATE DRAINAGE. NSURE THAT THE LOCATION CHOSEN FOR THE PIPE TO GO THROUGH THE FACE OF CURB RS ADEQUATE TO CARRY THE WATER FROM THE SITE TO A CITY MAINTAINED WATER COLLECTION SYSTEM IN SINGLE-FAMILY FFSIDENCES THE WATER MAY FLOW TO THE STREET BY GRAVITY METHOD PROVIDED THEW 15 SUFFICIENT GRADE TO INSURE FLOW TO THE STREET GUTTER AND THAT WATER DOES NOT FLOW ONTO ADJOINING PROPERTIES. fi1f1P PUMP MAY BE REWIRED (SEE SITE FLNJ> P THE GRAVITY METHOD OF DRAINAGE CANNOT BE USED, FROVDE A SUMP PUMP OF ADEQUATE SIZE TO CARRY ALL WATER THROUGH A 2' DIAMETER ABE, PIPE THROUGH THE FACE OF THE CURB 50 THAT THE WATER GULL EMPTY INTO THE OTTER SYSTEM INSURE THAT THE LOCATION CHOSEN FOR 714E PIPE TO GO THROUGH THE FACE OF CURE IS ADEQUATE TO CARRY THE WATER P3JM THE SITE TO A CITY MAINTAINED ED WATER COLLECTION SYSTEM PROVIDE A BACICFLOW FREYENTER/DEVICE AT A LOCATION NEAR THE TERMINATION OF THE SCLID PPE THROUG14 THE FACE OF CURB AS REQUIRED TO PREVENT RAINWATER FROM THE OTTER SYSTEM ENTERING THE SUMP PUMP SYSTEM SUMP PUMP AT A MINIMUM SHALL BE A V4 NP AUTOMATIC SIBMERSBLE SUMP PUMP WITH PERFORMANCES AS LISTED BELOW (MINIMUM), INSTALL AS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. DISCHARGE FEET OF HEAD 5 10 5 (GALLONS PER HOUR) 22W 1620 660 SUMP PIT- INSTALL PIMP IN SUMP PIT (CATCH BASK) WITH THE MINIMM CLEARANCES AND DEPTHS AS PER MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS. FIRE NOTES: CONTRACTOR SHALL OBTAIN SEPARATE FIRE SPRINKLER PERMIT FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM N ACCORDANCE WITH SECTION I104030 OF THE BURLIGAME MUNICIPAL CODE THE MNMU M SIZE SERVICE FOR FIRE SPRINKLER SYSTEM 5 4ALL CONFORMS TO NPA B OR 13R 15 2'. FOR NFPA BD SYSTEMS THE MNIAM SIZE IS 1°. FIRE SPRINKLER SHOP DRAWINGS ARE TO BE SUBMITTED DIRECTLY TO THE BURLINGAME FIRE DEPARTMENT AT B95 ROLLNS ROAD, BURLINGAME ONLY AFTER FIRE SPRINKLER UNDERGROUNDS HAVE BEEN SUBMITTED TO TIE BURLINGAME BUILDING DEPARTMENT. NOTES: L CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO AVOID EROSION OR SEDIMENT FROM LEAVING THE SITE AND PLOWING INTO THE STREET, CURB OR OTTER (USE STRAW WADDLES) 2. REPLACE DAMAGED OR DISPLACED CURB, OTTER AD/OR SIDEWALK ALONG THE PROPERTY FRONTAGE. A CITY 94CROACW M PERMIT 15 REQUIRED. 3. THE SANITARY SEINER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 512. TESTING IFORMATION 15 AVAILABLE AT THE BUILDING DEPARTMENT COINER AN ENCROACHMENT PERMIT 15 REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE CITTS PORTION OF THE SEWER LATERAL OR CITY C EMOUT 15 TO BE LAID AD/OR C:TNECTED TO THE SELLER MAINS. 4. NEW DRIVEWAY OR DRVEWAY WIDENING MST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OF'ENNG TO THE CLOSEST ADJACENT DRIVEWAY ON 517E PLAN 5. A PROPERTY SURVEY 15 REWIRED F ANT PART OF PERMANENT STRUCTURE INCLUDING FOOTING 15 UT14N 2'OF PROPERTY LIE TABLE NO. A-II1-A-1 MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION EiUILDINGS FTE AREA pp®etC) FRE ROW �Wvx FIB' OIFATION morel Type IFR AFR TypeWO�HR BIOnNR.. Type N11.T .VAelV -_. Type 1. .__.....IHIt........ y VNt ' b 4 ] 0.,3.ro0 4639W f45. 3wW 1 .- E i01aW,2m IZ-1].WWW 42W140.9m Sm,.T9m 3.1 .- 1,7w m2W1.3e.]m i],m1.21 WW4 14mt-R9WW i941d Bm awld,m 2.mW ]5,]OtJB,mp 3,.w1-N.3m ,1.wt.ti,4m 9w113.Fm WA1-i.roW ZMI 2 45,wuw.aoW 34.ZI1-333m /1,.D1-31,3m 12w11- ].]410< 25m W.9m Yi 3W1- ]m 31,wt-25,5m , .W1.iB.Im '13fm ]4wtd3roW 39.rol�.tm 2Swum1m ,e<Ot.31.Bm 3I- AT.rotm.roW .i.ta-sa.9m w.T.,.- z,.w,.n sm 13m,1- 3.zw 113)m 54,9WId34W0 -1-75 m1.R,3m W-73WR3 a- 3 113.rot-tlB,im m.441-71,.m 4W.wt454m 2WmTm.Sm Om,-34w4 3)w .,.0112,- .1411Epp A, 1.23. t45 w1.1613W @. 01.92.m 4.5Wt!N, m 37-42 Em A,w,.2A3WW A,3w 16.3M t m.m i' Nl tm tm W 1W,46.Wm .3.731T )m Z6.Y1-- 4Sm 103Ot3m m MIM-11- CWm,-733m -5553TI.wm1aW.Am rot.m4WW 29 m,32wW a.Tw 2B.rof F- 7 . -,M]m 32 w,3WWm S.mO 235,w, MIM IS---1w Am 1.141.7(W 55 1�4m 139,w0 S 341.ro1.-.- 1394W1152wW w,i41.9 ]WWI 654 .- -W-M43.Am A5m 3)1.34-Bm 1s m1 ,w m0 Bi roi-1m 5m 74w,.TTWm G4414I..m STOW 796.iDIGeAIer ,(e wlG�er 1m5M - ]] 1 47.441-1- AmW 4 . 1n.em. 2s� mro,a45m SEw+aS.]m 5.3w . JS5m 9m .Imi0.3m .SW ,35wt - 97w I. m,3W,d•,SWD b]w • t45,wi 156.im m.w„133m 11w6).im0tt 691 m4mW 3ID 2m 3 YIN. 38..wW �--7�-­ , 9 ,1w,. X= I''. PUBLIC WORK NOTES: L ANY WRIC N THE CRT W44T-0E-WAY, SUCH AS STREET, SIDEWALK ARMA, FLBLIC EASEMENTS, As, VIILTTY EASE78RS, I6 RECUIfIED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTN, WORC 2 BASED ON THE SCOFF OF KO K THIS 15 A TYPE I PROECT THAT MGWRES A STORFIATER CONSTRICTION POLLUTION PREVENTION PER 1T. THE PERMIT IS fEGIIRED PRIOR TO BWANCE OF A BUILDW. PERMIT. AN INITIAL PELD INSPECTION 15 REQUIRED PRIOR TO THE START OF ANY fLWTRICTION (ON PRIVATE PROPERTY OR N THE PUBLIC RGM-6-WAY) 3. A REMICvE40E!nACE UTILITIES ENCFdDACHMENf FERAT 16 REQUIRED TO (U REPLACE ALL CUM, DIRER DRNEW AY AND SIDEALK FRONT NO SITE. (2) PLUG ALL EASTNG SANITARY SEWER LATERAL CONNECTIONS ECTIRG AD INSTALL A NW 4'LATERAL, (3) ALL WATER LIE COMECTIOWS TO CRY WATER MANS FOR SERVICES OR FIFE LNE .ARE TO BE INSTALLED PER CRY STANDARD PROCEDIRBS AND SFECRCATION, (N ANY ONER uLJE%.R111D UTILITY WORKS WITHIN GTY'6 MCI R-ORMY. 4 IXa5TROCTION 140" N THE CRY PUBLIC RICIIT-OF-YWY ARE LSTED TO WEEKDAYS AND NGICITY HOLIDAYS 5MM SEOANL A P 5d10 PM DO NC TOES CONSTRICTION HALMY D. W STORM WATERS, JNDERitGID WATERS DRAIRG PROM ANY LOT. BUILDING, OR PAYED AREAS SHALL BE ALLOWED TO DRAIN TO ADJACENT WmPERTES NOR SHALL THESE WATERS BE CONECTED TO THE CRY'S SANITARY SEWER SYSTEM THESE WATERS SHALL ALL DRAIN TO EITHER ARTFIGAL OR NAM& STORM DRAWL£ FACLITES BY ORAVRY OR F"%V. IWARDLEGO OF THE SLOPE OF THE PROPERLY. NO RAN U14TER FROM M ROM OR OTHER RAN WATER DRAINAGE NAALL DISC IAA3E UPON A FIBLC SIDEWALK (EXCEPT N OW -AP FAMILY AREA) PER MNCIPAL CODE SECTION TEwim. 6. ALL WATER LIES CCNECTONO TO CITY WATER M4N5 FOR 5ERVXE5 OR FIE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROK7DIIFES AND MATERIAL SPECNCATION6. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES F RSGUFSD, ALL FRE SERVICES AND SERVICES 7' AND O'ER WLL OE INSTALLED BY BUILDER ALL JIVERS3RDIM FIE SERVICE CCIN LTipffi 6HALL BE &EMITTED AS SEPARATE IIDEW.ROUD PRE SERVICE PERMIT FOR REVIEW AND APPROVAL M NO STRGIIiE &{ALL BE BUILT INTO CITYS R -OP-WAY. THE PROPERTY LIE ON BERN& AVEIE 16 APPROXHATELT IVID FEET T'EANZED FROM FACE aF OM 6. THE PROJECT SHALL C T WIN THE CITYS NPDES PERMR RECURIRI TUTS TO PREVENT NORM WATER POLLUTION. S ALL DEHRSKSAMWA E CONTAINERS LOCATION &WALL BE ON PROPERTY. N A M NATION WERE THAT 6 NOT POWDLE, AN ENCROACN'EM PERMIT 15 REMMED FROM PUBLIC WIORGS DEPARTMENT FOR PLACING DEBRI9KaARBAGE CONTARERS N PUBLIC RGHI-0E- Y. NO WET GAB4GE FLUID 5"U ENTER PUBLIC RICi -(i-WAY OR THE 5TOR1 DRAIN SYSTEM m IT 6 NE FM5PO SOILITY M NE GIBER ADM CONTRACTOR TO NDTFY UDER'GFOAlD SERVICE ALERT (LL5 AT LEST 4S ELT% BEFORE TE START OF ANY E)CAVATON LOW AG NOTES: AC EQUIPMENT WILL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL (d5A) OF SIXTY (60) ABA DAYTIME (1:00 AM - 10:00 PM) OR FIFTY (50) dBA NIGHTIME (10:00 PM - 1:00 AM) AS MEASURED FROM THE PROPERTY LIE. BMC 255B050 I. REPLACE ALL CURB, GUTTER DRIVEWAY AND SIDEWALK FRDNrNG SITE 2. PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL TO SELLER MAIN 3. NEW LATER SERVICE TO WATER METER AND WHEN APPLICABLE, 4. LATER LINES ABOVE 2' AND ALL FIRE SERVICES OF ANY SIZE Am TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION. (E) WOOD UTILITY POLE I'-0' REAR SIDE SETBACKVCArGARAfGvE RL EL - 1550 1112 TYP. (N)6'-0' SOLID WOOD FENCING PLUS D" LATTICE ADJACENT NEIGHBOR NOTE: L EXTERIOR BEARING WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MAST BE CONSTRUCTED AS A I-HR FIRE RESISTIVE ASSEMBLY. 2013CBC TABLE 6M 2. ROOF EAVES WILL NOT -- PROJECT WT14N 2 FEET OF THE PROPERTY LNE--- - ®lj 10 CONCRETE SIDEWALK P(E)WM (N) 4' SELLER LATERAL TO CRY CLEANOUT PER CITY STDS. 4I I �I�DINCs SMACK I�j6B0 ADDRESS: SETBACX 1 651 HS. 545 AID' B41 BID' T I $31 50' $35 11.5' 52S W. v25 3?4' 521 95' 1519 16A' 55 50 5 B (SITE) 5 5ft ' 05 B5' AVERAGE SETBACK • 1638' IL�H 5TORMWATER NOTES: L DIRECT ROOF R140M ONTO VEGETATED AREAS THROUGH DISCONNECTED D0INSPOUT5. 7. MINIMIZE THE USE OF QUICK -RELEASE SYNTHETIC FERTILIZERS MID 115E COMPOST OR NATURALLY LL DERIVED FERTILIZERS (SUCH A5 F15H MEAL OR K 111 �1500 �I (E)WOOD FENCING TO FEMAM _I ADJACENT NEIGHBOR SIDE Ui SETBACK I RE � is (E) WOOD DRIVEWAY VEWAY AND SIDEWALK j Y fR7NTNG SITE. UTILITY POLE _ APPROACH 0, I F BERNAL AVENUE (501 R/) r Apm• A , a x sNan>a GW s1FYe ( � SITE DEVELOPMENT PLAN SCAM RtVSIONS I R' 1 OCT.2016 1 REVISIONS . r---------------- I I I I I I I I I I I I I�� 1 s I I DN �Ji ------- I �I �I T I rj 12 k 0"x8' I II'-b' 12'-(v d I I I I I I -i r I -------I --- — — — J I 7'-b° II'-b• � 5'-m' � 2'-y. �,_m��Z�_g���_b• UPPER FLOOR PLAN ::� SCALE: 1 4'-P-0" N �W MAIN FLQ(I PLAN KAU: =1- 13'-b' U a wa z� CIO,W�rti O �o� Z u s OCf.2018 acve M NOTED PU �erxo. A.3 0 w� 2s'-lo^ P 8 a 6i The drawing on this sheet, specification ideas, designs, and arrangements represented NEW RESIDENCE thereby are and shall remain the property of CHU DESIGN ASSOCIATES INC.; and in �7-� 7 CH DESIGN ASSOCIATES INC. t £� " A z 1509 BERNAL AVE. no part thereofshall be copied, disclosed to others or used in connection with any work for been a}j 55 W.43rdAVENUE • o _ or project other than the specified pmjoct which they have prepared and BURLINGAME CA developed without the written consent of CHU DESIGN ASSOCIATES INC. Visual SAN MATEO, CALIFORNIA 94403 il� I( (650) 345-9286 �� D A. r V 026-034-100 contact with these plans or specifications shall constitute conclusive evidence of FTEL:AX FAX: (650) 345-9287 .l .: acceptance to these restrictions. t IS" SAVE, ALLPIRr CLAD WOOD CASEMENT WHDOW W/ WOOD TRIM, DUAL GLAZMG TYP. COMP. 614MGLES bx WOOD ROOFMG, TYP. F- BRACKET$, TYP. PP. ROOF PITCH 12 LIGHT FIXTURE, J WOOD FRENCH J ADHERED STONE J J SMLATED TRUE OMDED L-4x STONE TRIM 40 WATTS MAX DOORS VENEER TYP. ALUMNUM CLAD WOOD TYPE, TYP. CASEMENT WMDOW W/ WOOD REAR ELEVATION TRIM, DUAL GLAZMG TYP. SCALE: ] 4"=1'-0" LKXHT FIXTWm E, 40 WATTS MAX. 01 EAVE, TYP. r I i i 12 WOOD BAND 6a WOOD BRACKETS, TYP. V WaW o zz�M a AWE o �o� z a Z-= ¢ unre OCT.2018 AS NOTED uuwk PU xe �xrno. A.5 WOOD GARAGE DOOR J W00D SONG 4• RAISED PANEL Ems, Tyr" LIGNT FIXTURE, 40 WATTS MAX FRONT ELEVATION SCALE:1=1'-0 COMP. S44INGLE5 ROOFING,, TYP. REAR ELEVATION Sm"TED TRUE DIVIDED LITE ALI➢1MM WOOD CLAD WINDCIU W/, �, SNNGLE$ DUAL GLAZING, TYP. TYp.F- V GARAGE FLOOR PLAN 10'=1'4' N CJ O 0 Q O z��� 1�r � a O+ WCa QWOc�nM 'QWoo Se U Ull SECTION A SCALE: Imil' A.6 SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water Construction Best Management Practices (BMPs Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. .Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. Use (but don't overuse) reclaimed water for dust control Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers. store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufactwci's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of even work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, Up board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Spill Control Earthwork & Contaminated Soils Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipmentparking and storage. Erosion Control ❑ Perform major maintenance, repair jobs, and vehicle ❑ Schedule grading and excavation work for and equipment washing off site. dry weather only. ❑ If refueling or vehicle maintenance must be done ❑ Stabilize all denuded areas, install and — ----onsitc.work in a bermed area away from storm -drains-- - maintain temporary erosion controls (such and over a drip pan big enough to collect fluids. as erosion control fabric or bonded fiber Recycle or dispose of fluids as hazardous waste. matrix) until vegetation is established. ❑ If vehicle or equipment cleaning must be done on ❑ Seed or plant vegetation for erosionite, clean with water only in a bermed area that will not control on slopes or where construction is allow rinse water to run into gutters, streets, storm not immediately planned. drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, steam cleaning equipment. etc. Spill Prevention and Control ❑ Keep spill cleanup materials (rags, absorbents, etc) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs arc made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Sediment Control ❑ Protect stone drain inlets, gutters, ditches, and drainage courses with appropriate BMPs, such as gravel bags, fiber rolls, berms, etc. ❑ Prevent sediment from migrating offsite by installing and maintaining sediment controls, such as fiber rolls, silt fences, or sediment basins. ❑ Keep excavated soil on the site where it will not collect into the street. ❑ Transfer excavated materials to dump trucks on the site, not in the street. ❑ Contaminated Soils ❑ If any of the following conditions arc observed, test for contamination and contact the Regional Water Quality Control Board: ■ Unusual soil conditions. discoloration, or odor. ■ Abandoned underground tanks. ■ Abandoned wells ■ Buried barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather. or when rain is forecast before fresh pavement will have time to curt. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat.. slurry seal, fog seal, etc. - ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Completely cover or barricade stonu drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slum, out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slum enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application E. ❑ Store concrete, grout and mortar under cover, on pallets and away from drainage areas. These materials must never reach a storm dram. ❑ Wash out concrete equipmcnt/tnrcks offsite or in a contained area, so there is no discharge into the underlying soil or onto surrounding areas. Let concrete 4ninden and-dispose-ofas garbage -- ❑ Collect the wash water from washing exposed aggregate concrete and remove it for appropriate disposal offsite. Dewatering ❑ Effectively manage all run-on, all runoff within the site, and all runoff that discharges from the site. Divert run-on water from offsite away from all disturbed areas or otherwise ensure compliance. ❑ When dewatcring, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known contamination, testing is required prior to reuse or discharge of groundwater. Consult with the Engineer to determine whether testing is required and how to interpret results. Contaminated groundwater must be treated or hauled off -site for proper disposal. Storm drain polluters may be liable for fines of up to $10,000 per day! POLLUTION PREVENTION Painting & Paint Removal Painting cleanup Never clean brushes or rinse paint containers into a street, gutter, storm drain, or surface waters. ❑ For water -based paints, paint out brushes to the extent possible. Rinse to the sanitmn sewer once you have gained permission from the local wastewater treatment authority. Never pow paint down a drain. Ll For oil -based paints, paint out brushes to the extent possible and clean with thinner or -Solvent in a proper container. Filter and reuse thinners and solvents. Dispose of residue and unusable thinnerisolvents as hazardous waste. Paint removal LJ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead or tributyltin must be disposed of as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. Landscape Materials ❑ Contain stockpiled landscaping materials by storing them wider tarps when they arc not actively being used. ❑ Stack erodible landscape material on pallets. Cover or store these materials when they are not actively being used or applied. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. � 3 CJ .9�9 c �X N zee S V 'gad 8 a c s -aa a AS NOTED nnax PU N.2 BUXUS -LATTICE - 4 x 6-P.T. WOOD POSTS - 2 x 6 REDWOOD CAP (E) WOOD PIT TOB T6` o.<. MAX. -1' TRIM UTILITY POLE POD GRA GETS= ® Ob'JJOJJ- HEU SAN 6 0 _.......... + u. R O ' NAN DOM -`i" + * -�, Lawn PIT TOB j ,- o BUXUS ST ANCHOR FINISH GRADE PEN ADV j X BUD DAV _. o r ----- CONC. FOOTING ... w/rASTEELVERT REINFORCEMENT _. __.... ". "� _..... .....-. PEN ADV 8#3 CROSSBARS * - -- HEMER --- PERIMETER WOOD FENCE,_. 1 < ' NTB - Unit Pavers : F- - COL PUL ---...._....._ PEN ADV GEL SEM _ ......_. 3 GEL SEM _ --(N) WoaiFence--- t AO:ACENT nEKaNBGR '.( - "-Bark Chips Driveway Unit Pavers _ . ; I . i - + a _-"- -- Slate Stone Tiles NAN DOM + - (N) Wood Fence h GEL SEM _._._. HYD MBW 7,h' r .... _ HEMER 3' h ✓ NAN DOM CAM JAP _... ---..,.._ Y �)(Y�_.' + ...-. 3'h LIM PER _ ..._...... _ _._J lY ✓ + , .. CONCRETE PADS _ V� � ; ! e -' PEN ADV LAV ANG HEU SAN �`dri=' i' r •"- CONCRETE PAVING —^ <5'<. „f' . , . ... .. Y t t Cam^ TEi$Lr)EUldv-K t TOG . "" 1m� 1 - TDG _.-_ ...... ... ..1 _._ . rEI wooD - Unit Pavers - ROSA UTILITY PCLE LOROP '- Exr'gSrreetTrees to remain, Gingko LAV ANG LIM PER `(E) Lawn strip BERNAL AVENUE PLANTING PLAN N Plant List NO. Botanical Name lCommon Name cty' I Size I WU I Plant Type BUD DAV Buddieia davidii Butterfly Bush 15 Gal L Decid Shrub BUXUS Buxus japonica Boxwood 5 Gal L Low Shrub 'Green Beauty' CAM JAP Camellia japonica Japanese Camellia 5 Gal M Evgn Shrub COL PUL Coleonema pulchrum Pink Breath of Heaven 5 Gal L Evgn Shrub GEL SEM Gelsemium sempervirens Carolina Jasmine 5 Gal I L Evgn Vine HEMER Hemerocallis'Yellow' Daylily 1 Gal M Low Shrub HEU SAN Heuchera sanguinea Coral Bells 1 Gal L Low Shrub HYD MBW Hydrangea macrophylla Lacecap Hydrangea 5 Gal M Decid Shrub 'Blue Wave' LAV ANG Lavendula angustifolia English Lavender 5 Gal L Perennial LIM PER Limonium perezii Sea Thrift 1 Gal. L Perennial LOROP Loropetalum'Razzleberri' Loropetalum 5 Gal L Evgn Shrub NAN DOM Nandina domestica Heavenly Bamboo 5 Gal L Evgn Shrub PEN ADV Pennisetum advena 'Rubrum' Fountain Grass 1 Gal L Accent/ Grass PIT TOB Pittosporum tobira Variegata' IPittosponum Variegated Pittosporum 5 Gal Evgn Shrub POD GRA Podocarpus gracilior Fern Pine 15 Gal M Espalier ROSA Rosa x 'Radrazz' Knock Out Shrub Rose 5 Gal L Decid Shrub Note: Contractor to verify quantities. PLANTING NOTES 11, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ADMINISTRATION PRIOR TO EXCAVATION AND GRADING, 2. ALL PLANTING AREAS SHALL BE CLEARED OF WEEDS AND OTHER DEBRIS. THE CONTRACTOR SHALL VERIFY WITH THE OWNER WHICH EXISTING PLANTS ARE TO REMAIN. EXISTING PLANTS TO BE REMOVED SHALL BE VERIFIED WITH OWNER PRIOR TO REMOVAL. ALL !VY IN PROJECT AREA SHALL BE REMOVED; IVY SHALL BE SPRAYED WITH HERBICIDE TWO WEEKS PRIOR TO REMOVAL. 3. SOIL TESTING SHALL BE UNDERTAKEN BY THE CONTRACTOR, AND PERFORMED -BY-A -- ----- CERTIFIED LABORATORY. A COPY OF THE REPORT SHALL BE PROVIDED TO THE OWNER AND LANDSCAPE ARCHITECT. RECOMMENDATIONS FOR AMENDMENTS AND FERTIUZATK)N SHALL REFLECT THE NUTRIENT REQUIREMENTS OF SPECIFIED PLANT SPECIES C SOIL AMENDMENTS SHALL BE FREE OF DEBRIS SUCH AS LITTER, BROKEN CLAY POTS, AND OTHER FOREIGN MATERIAL. ROCKS LARGER THAN ONE INCH DIAMETER WILL NOT BE PERMITTED. SOIL AMENDMENTS SHALL HAVE THE FOLLOWING CONTENT: REDWOOD NITRIFIED COMPOST 40%. COARSE SAND 30%, BLACK TOPSOIL 30%. 5. PLANT HOLES SHALL BE DOUBLE THE SIZE OF THE CONTAINER (generally). THE WALLS AND BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH THE FOLLOWING MIXTURE: 8D% TO 20% IMPORTED SOIL TO EXISTING SOIL. 6. SOIL BERMS SHALL BE FORMED AROUND ALL PLANTS 1 GALLON SIZE AND LARGER, BASINS SHALL BE MULCHED WITH A 4'LAYER OF BARK CHIPS, MINIMUM OF V IN SIZE. PLANTING AREAS SHALL BE COVERED WITH A 3' INCH LAYER OF BARK CHIPS. 7. ALL PLANTS SHALL BE FERTILIZED. FERTILIZER SHALL BE COMMERCIALLY AVAILABLE TYPE. AGRIFORM OR EQUIVALENT. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. RESIDUAL WEED PRE -EMERGENT SHALL BE APPLIED BY THE CONTRACTOR. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. S. TREES SHALL BE STAKED WITH TWO PRESSURE TREATED r DIAMETER POLES. TREE TRUNK SHALL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE -EIGHT BETWEEN TRUNK AND STAKE. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCHES FROM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. 650-558-733C Bruce A. Chan Landscape Architect CA UC. • 002324 913 A19aeao Strt1, S N •'_tln Sedw d(ity. Califm„ 94t*-, Tel (650) 346-7645 Fax (650)367-8139 Email: badaAsbcglohal.net landscape Architecture Fmironmental D.,ign Site planning (D � m O W E _ o 9, Q' to U c E m CO LL rn O = � m TITLE Landscape Plan REVISIONS Date I Notes PROJECT #: DATE: 7-15-19 SHEET #: L 1.1 W - 2P Co"EO mne. —.__...._ WATERPROOF CONNECTORS _ VALVE STANDARD VALVE eOx — SCH W T.O.E. NIPPLE,2) SL k ORiCK sUPr-ORTS _ N LINE PIGS FILTER d - 5 FlTTINGS REGULATOR— `:IK'AdINUS WASHED (NOT NECESSARYPOR GRAVEL POPI SPINYpPCJnS) f � l REMOTE CONTROL VALVE 1 .NTS Q; We F.Jv W 4 • �.+� arm «t ux-�e MULTI -OUTLET MANIFOLD ON PRESSURE 2 REGULATOR w/ XERI-UG EMITTERS NTS MODEL STING JOINT I MARLD STREE LATERAL POP-UP SPRAY HEAD J NTS UTILITT P17 E _...._. ___... _..... r Q'�` NAN DOM 1` awn 1 t 1" I 1 F' I 1 El HEMER r 1 4 1" F 1 1 9 1 —V DIA. MAIN SUPPLY _ F BERNAL AVENUE 0 IRRIGATION PLAN N 1/8" _ 1.0„ IRRIGATION_ SYSTEM DESIGN CRITERIA 1. AN AUTOMATICALLY CONTROLLED IRRIGATION SYSTEM SHALL BE INSTALLED ACCORDING TD LOCAL ORDINANCES AIW SUILDMG CODES. THE SYSTEM SHALL CONSIST OF A DUAL PROGRAM CONTROLLER WITH RAIN SWITCH AND WATER BUDGETING FEATURE. 2. AN APPROVED BACKFLOW PREVENTER SHALL BE INSTALLED IF NECESSARY, PER LOCAL CODES AND MANUFACTURERS INSTRUCTIONS. THE RACKFLOW DEVICE SHALL BE A REDUCED PRESSURE DOUBLE CHECK TYPE INSTALLED IN A LOCKABLE ENCLOSURE. THE BACKFLOW DEVICE SHALL BE LOCATED IN THE VICINITY OF THE WATER METER, IF POSSIBLE. 700-0MR-100 SERIES/ IRRITROL REMOTE CONTROL VALVE IN/ PRESSURE LT-TSERIES REGULATION/ KEN PVC BALL VALVE TORO DRIP ZONE VALVE KIT - fNCL REMOTE CONTROL S4 DZK-700/ LT-1 ODO-T VALVE, WYE FILTER W/ 150 MESH SCREEN AND PRESET PRESSURE REGULATOR/ KBI SCH 80 PVC BALL VALVE •$ 975XL2-1" WILKINS LEAD-FREE REDUCED PRESSURE BACKFLOW PREVENTER © RD600-EXT-R IRRITROL AUTOMATIC CONTROLLER. MODEL RD600-EXT-R 8 STATION OUTDOOR WALL MOUNT _ _ _ _ _ _ 4- DIA. SMOOTHWALL PVC PIPE SLEEVE PVC SCH. 40 SUPPLY LINE W/ EMITTERS (Rambird EMT-6X or equivalent) Q— POP-UP SPRINKLER HEAD. 4- PRESSURE COMPENSATING TYPE 7 EMITTER 2 GPH 3. MAIN SUPPLY LINES SHALL BE PVC SCHEDULE 40, SIZE AS NOTED, BURIED RA'DEEP, LATERAL SUPPLY LINES SHALL DE. 3,A DIA. UNLESS OTHERWISE NOTED, BURIED 18' DEEP. SOAKER PIPE SHALL BE BURIED 10- DEEP 4. CONTRACTOR SHALL LOCATE UNDERGROUND SERVICES PRIOR TO PERFORMING ANY EXCAVATION. 5. REMOTE CONTROL VALVES SHALL BE 1" WHEN CONNECTED TO MAIN SUPPLY LINES OF SAME SIZE, AND SUPPLY A TOTAL NUMBER OF HEADS NOT TO EXCEED 14 GALLONS PER MINUTE DISCHARGE FOR THE CIRCUIT. 6. A INTEGRATED CHECK VALVE SHALL BE INSTALLED INTO THE LOWEST SPRINKLER HEAD ON EACH CIRCUIT. 7. CONTRACTOR SHALL FLUSH ALL PIPES PRIOR TO INSTALLING SPRINKLER HEADS AND PRESSURE TEST THE MAIN SUPPLY LINE. A THOROUGH CHECK FOR ANY LEAKS SHALL BE PERFORMED. THE ENTIRE SYSTEM SHALL BE CHECKED FOR LEAKS PRIOR TO BACKFILLING OF TRENCHES. S. FOR DRIP IRRIGATION CIRCUITS, A PRESSURE REDUCING DEVICE AND IN -LINE FILTER SHALL BE INSTALLED. THE END OF THE SUPPLY LINE SHALL BE FURNISHED WITH A BALL VALVE. - 9. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE CLOCK WATERING CYCLE AND DURATION TO PREVENT RUN-OFF. HEADS SHALL BE ADJUSTED SO THAT SPRAY DOES NOT HIT EXISTING TREE TRUNKS. 10. THIS PLAN IS DIAGRAMATIC. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY TO ENSURE PROPER COVERAGE AND WATERING TO EACH PLANT - ADDITIONAL SPRINKLER HEADS OR EMITTERS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE TO ACHIEVE THIS. Bruce A. Chan Landscape Architect CA UC. A 002324 923 Agacllu St—, Suite 2W RWd .d C Ay, California 94)ba Tel (650) 346.7645 Fax (650) 367-8139 Retail: baCla4Dsbcgk)bal.net landscape Architecture Environmental Design Site Planning pz E =E CO M L.L O m C m TITLE Irrigation Plan REVISIONS Date I o ee PROJECT#: DATE: 7-15-19 SHEET #: L 2.1 SURVEYOR'S STATEMENT I, KEMN M. MCGUIRE, A REGISTERED PROFESSIONAL LAND SURVEYOR DULY LICENSED BY THE LAWS OF THE STATE OF CALIFORNIA DO HEREBY STATE THAT THE TOPOGRAPHY, SPOT ELEVATIONS, LOCATIONS OF IMPROVEMENTS AS SHOWN, ARE BASED UPON A FIELD SURVEY PERFORMED OCTOBER 4, 20IS BY OUR COMPANY FIELD CREW; AND I FURTHERMORE DO STATE THAT THE PROPERTY BOUNDARY UNES, RIGHTS -OF -WAY AND EASEMENTS, IF ANY, ARE BASED UPON ITEMS OF PUBLIC RECORD AND FIT TO FOUND MONUMENTS AS SHOWN AND REFERENCED HEREON. THIS MAP AND THE ITEMS AND INFORMATION AS SHOWN, WERE DONE UNDER MY SUPERVISION AND DIRECTION AND ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BEUEF. I KEVIN M. McGUIRE, CA PLS /6437 DATE GARAGE, HT. 13'} 10. WIDE EY NOTES 1.) TITLE REPORT FOR THIS PROPERTY WAS PROVIDED BY CHICAGO TITLE COMPANY, REPORT NO. FWTG-37718DO421 SW, DATED AS OF JULY 25. 2018. 2.) DATE OF FIELD SURVEY: OCTOBER 4, 2018 3.) PROJECT BENCHMARK: SET NAIL IN ASPHALT (CP-67) LOCATED WITHIN BERNAL AVENUE AT FRONT OF SUBJECT PARCEL. HAVING AN ELEVATION OF 70.16 (AMSL) 4.) CONTOURS SHOWN HEREON ARE ONE HALF FOOT (0.5') SETBACK TABLE HOUSE # APN FRONT SETBACK 1551 025-211-120 14.5' 1545 026-034-010 14.0- 1541 026-034-020 15.0' 1537 026-034-030 15.0' 1535 026-034-040 17.9' 1529 026-034-050 13.2' 1525 026-034-060 22.4' 1521 026-034-070 19.9, 1519 026-034-080 16.4' 1515 026-034-090 15.8' 1509(SUBJECT) 026-034-100 15.8' 1505 026-034-110 19.5' 1501 026-034-120 15.0' AVERAGE 16.4' BASIS OF BEARINGS RECORD OF SURVEY MAP FILED IN BOOK 26 AT PAGE 80 IN THE RECORDS OF SAN MATEO COUNTY, BEING THE CENTERUNE OF BERNAL AVNEUE AS HELD BY FOUND STANDARD STREET MONUMENT AND TWO IRON PIPES AS SHOWN. BASIS OF ELEVATION THE ELEVATIONS SHOWN HEREON WERE DERIVED FROM L-1/L-2 DATA COLLECTED USING NAVSTAR GLOBAL POSITIONING SYSTEM (GPS) AND A CHCX9OD-OPUS RECEIVER AND POST -PROCESS USING THE CORS NETWORK. ALL ELEVATION EXPRESSED IN NAVD 1988 DATUM. LEGEND SUBJECT PROPERTY LINE ADJOINER PROPERTY LINE X X- EXISTING FENCE LINE x 75.o SPOT ELEVATION SINGLE FAMILY HOUSE LANDS OF HOOGASIAN LOT 4, BLOCK 56 (7 M 46) APN: 026-034-009 BURLINGAME S94 to �G �D 101 PC soy �o Mq�O 24'cq�iry0 RF oe ,te 82 eq ¢O 0 1. q'1'0 6FFN q R q �gy,.`LF.NGeG VICEM MAP NOT TO SCALE I EDGE OF ASPHALT DRIVEWAY 15.8'} TOPOGRAPHIC SURVEY LANDS OF JORDAN JUROW & CAROLYN SHMUNIS LOT 3, BLOCK 56 OF MAP OF THE EASTON ADDITION #5 1509 BERNAL AVENUE CITY OF BURLINGAME SAN MATEO COUNTY CALIFORNIA SCALE: 1" = 5' OCTOBER 2018 777, QUIET RIVER Land Services Inc. 6747 Sierra Court, Suite K Dublin, CA 94568 'I 5 0 5 (925) 734-6788 Phone FOUND STANDARD 0.22' ��!}� (26 R.O STY MONUMENT 80) BRICK & CONCRETE WALL I u O A_ SET 5/8" REBAR ^� W/ YELLOW -PLASTIC CAP D STAMPED PLS /6437 - 0.34' FOUND IRON PIPE LS 7701 eCP-1 - - O � N LOT 16, BLK. 55 (26 R.O.S. 80) s u A N E z _N 3456'24-E - - 25.00' (TIE) • FOUND IRON PIPE c LS 7701 O N x'o N 34'56 24 00 L n _ - - - - - - - - - 7 _ _ --___. __ ___ _____ _____�/L__ . E 120. v TREE .>. --% %-%-g '_. - --x --X 11 x x-x x x x--X- X- X X X-x x x-_ x x x .. - - ._ 8 1.2'm TREE Ra s _--_ - _ N 34'S6'24' E 25.00' (TIE) u > - :I i7 , _. DOWN ., 'n - -__._ - ^_ 0,1 } s - WOOD FENCE .. - 'o - 1 -HOSE DOWN 1 SPOUT ' 1.2'0 TREE � 'STEPS BIB OUT 1c SET 5/8 REBAR1.2'0 1 W/ YELLOW PLASTIC CAP x {n (g2.7't) . f TREE BIRCH CP-71 - 1.2'm TREE % -6 0, I STAMPED PLS /6437 .. / .'- _ N a � P 6 i FINISHED FLGOR TREE r - .. 1.2'0 BIRCH - - EL 76.6} - TREE AT DOOR as > GATE x } WEATHER HEAD` SAPLING WOOD - tx HOSE BIB u _ I�FENCE .... FINISHED FLOOR m Z -TRUNK H EL: 76.7} MULTI N TREE AT DOOR I , a FINISHED FLOOR LANDS OF JUROW/SHMUNIS cP_67 F .'EL: 76.8} SET NAIL u m - ' LOT 3, BLOCK 56 (7 M 46) - AT SLIDER DOOR ELECTRICAL SET W006 STEPS MAP OF EASTON ADDITION y5 OUTLET I 'o m I TREE -TRUNK- 1.8'mTREE APN: 026-034-100 _ _ FZ _ �o EL: 70.16 Q+ m eCP-68 >% SINGLE FAMILY HOUSE - VI I ',WATER METER D m x_ HOSE BIB K No DOWN SPOUT 1509 BERNAL AVENUE BBSEg- S I sa m DOWN SPOUT : X% TEE H . SQ cTUMP GATE GABIMETERN N r� - SAPLING DOOR; • %. . (20.2`t) IRRIGATI(•RJ CONTROL VALVE µ - - ' � FINISHED FLOOR ! x� CONCRETE CURB - TREE AT DOOR} I - OCP-3 s a DOWN t W 2 w ^ OCP-69 SPOUT �. - o TREE � ,.PORCH H GARAGE BUILDING H x :. 'CHIMNEY o a ASPHALT DRIVEWAY OCP-65 x� 0 - eusH - - .,- v . i D eCP-64 DOWN SPOUT HEDGES I i •WOOD_ _ _ _ __ ..._ �_ __ __ _ _ __ _ __ _ _ _ �_ UTILITY POLE X X % %-%-X X X )( % %T%- -�( %-X -TN 34'56'24" E 120.D0' T 8 ' J a - _, ... `.. _ .. �. - IN SET 5/8" REBAR • 101'} .. SET 5/8' REBAR WOOD FENCE x M - _. .. .. �..:. - , •...... `- W/ YELLOW PLAST)C CAP - W/ YELLOW PLASTIC CAP H' STAMPED PLS #6437 - WOOD UTILITY POLE STAMPED PLS #6437 19.5'3 LANDS OF ONG LOT 2, BLOCK 56 (7 M 46) x s APN: 026-034-110 �o SINGLE FAMILY HOUSE 10. �o0 o� SHEET 1 OF 1